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The effect of parameters such as the type and volume of extraction solvent, the type and volume of dispersive solvent, amount of derivatization agent, temperature, pH of sample and ionic strength was investigated and optimized for each specimen, using experimental designs.
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A damage table was built for strengthened specimens using experimental observations.
Single pin specimens under pull-out loading and Mode I crack growth specimens were investigated using experimental, finite element (FE) and analytical methods.
The effect of the overload ratio on the fatigue crack propagation behaviour of the C(T) 100 specimens was analysed by using experimental and Finite Element (FE) methods.
The applicability of this criterion, expressed in terms of nominal stresses, to the fatigue life prediction of welded specimens is investigated by using experimental data available in the literature.
To build the model, training and testing using experimental results from 120 specimens were conducted.
To construct the model, training and testing was conducted by using experimental results from 82 specimens.
The constitutive models and the fatigue criteria are calibrated using experimental data obtained from specimens made of 316L austenitic steel.
The training and testing of the AI models are performed using experimental data from BRB specimens tested at the Pacific Earthquake Engineering Research PEER CenterEarthquake Engineering Research PEER Center
In addition, the thermal conductivity and compressive strength values of the specimens with different types of insulations are examined using experimental tools.
We investigate this common convergence point using experimental models and human neuropathological specimens.
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